New Hampshire Wastewater Operator Grade IV Practice Exam Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- The primary purpose of preliminary treatment in a wastewater plant is
to:
- Remove dissolved organics
- Remove pathogens
- Remove large solids and grit
- Remove nutrients
Rationale: Preliminary treatment is designed to remove large debris,
sand, and grit to protect downstream equipment.
2. The design of a trickling filter primarily depends on:
- Flow rate and temperature 1 / 4
- Organic loading and hydraulic loading
- pH and alkalinity
- Dissolved oxygen concentration
Rationale: Trickling filter design is based on both the organic load to
be treated and the hydraulic flow rate to ensure proper contact time and treatment.
3. The main goal of secondary treatment is to:
- Remove grit
- Reduce BOD and suspended solids
- Disinfect the effluent
- Remove nitrogen
Rationale: Secondary treatment focuses on biological processes that
reduce biochemical oxygen demand (BOD) and suspended solids.
- What is the typical sludge volume index (SVI) range for good settling
- 20–50 mL/g
- 100–150 mL/g
- 200–250 mL/g
- 300–350 mL/g
activated sludge?
Rationale: An SVI of 100–150 mL/g indicates well-settling sludge in
conventional activated sludge systems.
5. A sudden increase in influent BOD can cause:
- Increased sludge age 2 / 4
- Reduced aeration requirements
- Oxygen depletion and possible effluent violation
- Improved disinfection efficiency
Rationale: High influent BOD increases oxygen demand, potentially
leading to oxygen depletion and poor treatment performance.
6. Nitrification in wastewater treatment converts:
- Nitrite to nitrogen gas
- Ammonia to nitrogen gas
- Ammonia to nitrate
- Nitrate to ammonia
Rationale: Nitrification is the biological oxidation of ammonia to
nitrate, usually in two steps: ammonia to nitrite, then nitrite to
nitrate.
7. Denitrification requires:
- Aerobic conditions
- Anoxic conditions with a carbon source
- High pH and high temperature
- UV light
Rationale: Denitrification is an anoxic process where nitrate is
reduced to nitrogen gas using a carbon source.
8. In a sequencing batch reactor (SBR), the reaction phase is:
- Only filling
- Aeration and mixing 3 / 4
- Decanting
- Settling
Rationale: During the reaction phase, the SBR aerates and mixes
wastewater to promote biological treatment.
- Which disinfectant is most commonly used in U.S. wastewater plants?
- Ozone
- UV
- Chlorine
- Hydrogen peroxide
Rationale: Chlorine is the most widely used disinfectant due to cost-
effectiveness and reliability.
10. The primary concern with chlorine gas storage is:
- Toxicity and corrosion
- Flammability
- Explosiveness
- Radioactivity
Rationale: Chlorine is highly toxic and corrosive, requiring careful
handling and storage.
11. BOD5 represents:
- Total organic carbon in five minutes
- Biochemical oxygen demand over five days
- Oxygen demand in 5 hours
- Chemical oxygen demand over five days
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